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iii s• s• s• ~ s• s• s• f• ~ s• s• s• iif• f• i• s• <br />Average Effective Shear Strength of Compacted Soils. <br />P'aOCTOR OON-ACTION <br />MA%INUN OIIINUN AS CON-ACTfD SATVIUTPD FRICTION <br />IMY NdSTURa COHF310N OONEStON ANGLE <br />UNIFI[p DPJIATY OONTBNT 4 C~ <br />awsaFlCAna+ 701E TY-E pcf 9; lsf bf deg <br />GW well graded clean graveb, gravel-sand mixture >119 <13.7 • >38 <br />GP poorly graded clean gnveb, gravel sand mixture >110 <i2.4 • • >37 <br />.. <br />GM silty gravcb, poorly grded gnveliand-tilt >114 <14.5 • • >34 <br />GC elayry graveb, poorly graded gtavd•saldtlay >I1S <14.7 • • >31 <br />SW twtl graded eMan aatds, gnwlly salds 119x1 13.3x2.1 0.4110.04 • 38x1 <br />•~ t'~ SP party graded ekan tarts, sand•gawl mixture 11012 12.411.0 0.]dsO.Od • 3711 <br />SM tlky wds, party graded sand-sih mixture 114x1 14.110.4 0.33x0.06 0.2160.07 34x! <br />SM-SC Bald-aih•elay Mth slightly plank Atle 119x1 12.810.1 0.21x0.07 0.13x0.06 33x3 <br />SC clayey weds, poorly graded sandtby mixture 11311 14.7x0.4 0.7810.16 0.12x0.06 31x3 <br />ML inorgaoie tlht and cloyed silo 103x1 19.210.7 0.7010.10 0.091• 32x2 <br />' MLCL mixtlua d Inorganic silo and cbyt 10912 16.8x0.7 0.6610.18 0.23±• 32x2 <br />Q. ioorgardc days of low to medium plasticity 10811 17.3x3 0.9110.11 0.14x0.02 28x2 <br />OL orgaok tths and silty clay: of low plasticity • • <br />MH illerganfe clayey dlb, eWde sibs 82x4 36.3x3.2 0.7610.31 0.21x0.09 21x3 <br />" ~ CH <br />` intrganie clays of high pbstidty 94x2 23.3x1.2 (.0710.33 0.12x0.06 19x3 <br />, .. OH <br />~; organic d,y, and silty day, <br />.,. <br />•ratNS bwl6clar dw, > b pe+rer thRn. < It leN dun <br />• Wtr late. of Redamtfaa, 1971: 1 pef~137.1 I4nP, 1 bf.93.t td•sl <br /> (f1Att NuarrG) <br />~ ~ <br />,: , <br />